Providing CC Roads to Connecting bits of 1 & 2 Roads (Opp. Vambay Colony ELSR) at Devineni Gandhi Puram Area in 61st Division

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.

Conveyance of excavated earth for a lead of 2Km including loading, unloading, spreading, sectioning etc., complete and as directed by the departmental authorities.

Granular sub base / base / surface course with quarry rubbish (Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, to achieve the desired density etc., complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work. For road

Manufacture as per BIS: 12592 (Part 1 & 2) supply & delivery of manhole covers and frames with ISI marking anywhere in A.P, F.O.R destination including loading, unloading & stacking at site but excluding all taxes. (MAT-08225)

Separation Membrane of impermeable plastic sheeting 125 micron thick including cost and conveyance of all materials and labour charges etc., complete.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. Unit = cum. including cost and conveyance of all materials and labour charges etc, Complete.

Supply of 25mm thick high performance expansion joint filler board (SILFLEXCAPCELLHD-100 or equivalent make), placing the same 25mm below top of pavement slab sealing with bituminous hot sealing compound (Grade-A-ISI) polysulphudiet 50mm interval in CC Pavement including cost and conveyance of all materials but excl.labour charges for placing in position, for expansion joints confirmig to MORTH Specification 602-1Rmt of joint length. For 175mm thick

Supply of bituminous hot sealing compound (grade-A ISI ) poly sulphide and sealing the joints incl.cost and conveyance of all materials etc., but excluding labour charges for placing in position for contraction joints at 1.50 interval / for expansion joints/for longitudinal joints as per MORTH specification number 602-1 Rmt